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Home My WebLink About2410 STROMBERG CIR; ; CB040204; PermitrY\ City of Carlsbad \ 1J 1635 FaradayAv Carlsbad, CA 92008 04-12-2004 Residential Permit Permit No: CB040204 Building Inspection Request Line (760) 602-2725 Job Address: 2410 STROMBERG CR CBAD Permit Type: RESDNTL Sub Type: RAD Status: ISSUED Parcel No: 1672301400 Lot #: 0 Applied: 01/20/2004 Valuation: $61,914.00 Construction Type: NEW Entered By: MOP Occupancy Group: Reference #: Plan Approved: 03/16/2004 # Dwelling Units: 0 Structure Type: I Issued: 04/12/2004 Bedrooms: 0 Bathrooms: 0 Inspect Area: Project Title: DONALD RESIDENCE Orig PC#: 607 SF 2ND STORY ADDITION,75 SF DECK Plan Check#: Applicant: Owner: DONALD BRIAN&METSKER MINDY DONALD BRIAN&METSKER MINDY 9699 04/12/04 QO92 ..Q1 02 2410 STROMBERG CIR 2410 STROMBERG CIR 450..45 CARLSBAD CA 92008 CARLSBAD CA 92008 Building Permit $400.26 Meter Size Add'I Building Permit Fee $0.00 Add'I Red. Water Con. Fee $0.00 Plan Check $260.17 Meter Fee $0.00 Add'l Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $6.19 PFF $0.00 Park in Lieu Fee $0.00 PFF (CFD Fund) $0.00 Park Fee $0.00 License Tax $0.00 LFM Fee $0.00 License Tax (CFD Fund) $0.00 Bridge Fee $0.00 Traffic Impact Fee $0.00 Other Bridge Fee $0.00 Traffic Impact (CEO Fund) $0.00 BTD #2 Fee $0.00 Sidewalk Fee $0.00 BTD #3 Fee $0.00 PLUMBING TOTAL $0.00 Renewal Fee $0.00 ELECTRICAL TOTAL - $20.00 Add'I Renewal Fee $0.00 MECHANICAL TOTAL $24.00 Other Building Fee $0.00 Housing Impact Fee $0.00 Pot. Water Con. Fee $0.00 Housing lnLieu Fee $0.00 Meter Size Housing Credit Fee $0.00 Add'I Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Red. Water Con. Fee $0.00 Sewer Fee $0.00 Additional Fees $0.00 TOTAL PERMIT FEES $710.62 Total Fees: $710.62 Total Payments To 17 Balance Due: $450.45 FINAL AF/EROLAL Inspector: Date: o(t Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer cànnection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. c9-. EST. VAL. f c t Si Plan Ck. Deposit ' Validated By________________________ Date Addre (include Bldg/Suite #1 - f Business Name (at this address) 1 Z, 74 Legal Description Lot No. S bdivision Name/Number Unit No. Phase No. Total # of units - Assessor's Parcel # Ex sting Us1 Proposed Use - ,-'r_'r escription of Work I SQ. FT. #of Stories #a f Bedrooms # of Bathrooms :QQqOi: '32 Name Address City State/Zip . Telephone # Fair - 3'PPLICANTDContractor 0 Ai'Ior Contractor 0 0n Dent for Owne Name -. . Address City State/Zip Telephone # 4PERTY OWNE ... Namê - Addrds - City - r State/Zip Tale on # To (Sec 7031.5 Business and Professions Code Any City or County which requires a permit to Construct alter, improve demolish or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending, with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars IS5001). Name Address City .. State/Zip Telephone # State License # . License Class City Business License # Designer Name Address . City State/Zip Telephone = State License # NSAT ................................. Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date___________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE . . ' DATE RA 1 hereby affirm that I am exempt from the Contractor's License Law for the following reason: I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and ProfesSions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / ontractos license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): ,- - - I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name /address / phone number / type:, of work): PROPERTY OWNER SIGNATURE ' . DATE - Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505. 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1;000 feet of the outer, boundary of a school site? 0 YES 0 NO - IF ANY OF THE ANSWERSARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT 'BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE, REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 81._CONSTRUCTION LENDING AGENCvT T TTL JTTITTTIT_- TTTTLJTJ 'I hereby, affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME' .-",'' LENDER'S ADDRESS IC TJELCA1IL ___ I certify that I have 'read the application and state that the abOve information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State 'laws relating to building construction. I hereby authorize representatives of the Citt' of Carlsbad to enter upon the-above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION: Every permit issued by the building Official under th isions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is_______ enced s fro date f such permit or if the building or work authorized by such permit is suspended or abandoned at anytime after the wo e e for ape d of.18 a ( ction 6.4.4 Uniform Building Code). APPLICANT S SIGNATURE ____________________________________________________ DATE WHITE. File YELLOW. Applicant PINK. Finance City of Carlsbad Bldg Inspection Request For: 06/30/2005 Permit# CB040204 Inspector Assignment: JM Title: DONALD RESIDENCE Description: 607 SF 2ND STORY ADDITION,75 SF DECK Type: RESDNTL Sub Type: RAD Phone: 76099421106 Job Address: 2410 STROMBERG CR Suite: Lot 0 Location: Inspector: APPLICANT DONALD BRIAN&METSKER MINDY Owner: DONALD BRIAN&METSKER MINDY Remarks: Total Time: Requested By: BRIAN Entered By: CHRISTINE CD Description Act Comment / 19 Final Structural t(o 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs/CVs Inspection History Date Description Act Insp Comments 07/26/2004 17 Interior Lath/Drywall AP PD 07/26/2004 18 Exterior Lath/Drywall AP PD 07/19/2004 13 Shear Panels/HD's AP JM SHEAR @ GARAGE 07/19/2004 16 Insulation AP JM 07/19/2004 84 Rough Combo WC JM 07/09/2004 14 Frame/Steel/Bolting/Welding AP JM OK TO INSULATE 07/09/2004 24 Rough/Topout WC JM 07/09/2004 34 Rough Electric AP ,JM 07/09/2004 44 Rough/Ducts/Dampers AP JM 07/07/2004 14 Frame/Steel/Bolting/Welding CO JM NEED NEW PLAN CHECK 07/01/2004 13 Shear Panels/HD's AP JM INTERIOR SHEAR OK TO COVER 07/01/2004 14 Frame/Steel/Bolting/Welding WC JM 06/30/2004 14 Frame/Steel/Bolting/Welding CA JM 06/08/2004 13 Shear Panels/HD's PA JM EXTERIOR SHEAR OK TO WRAP 06/08/2004 15 Roof/Reroof AP JM OK TO COVER 04/16/2004 11 Ftg/Foundation/Piers AP JM OK TO POUR GRADE BEAMS, SLAB & 2 POST FTGS May 28, 2004 .JN03-003D City of Carlsbad Bldg Dept 1635 Faraday Avenue Carlsbad, CA 92009 Re: Donald Residence 2410 Stromberg Circle, Carlsbad Building Permit No. CB04-204 To Whom It May Concern, A Simpson WS Hanger is a suitable substitute for the HL53 bolted hanger called out on the approved plan. The design load to each hanger is 690 # (DL = 15 psf, LL = 100 psf; x 18 sq ft/ 3 stringers). The Simpson catalog load capacity of an LUS29 Hanger is 890 # with lOd nails. The shear transfer blocking called out on Sheet Si is not required. The details was prepared assuming that the lower level shear panel would be required to be placed on the interior side of the wall. It will be placed on the exterior side of the wall so the 3.5x11.88 paralam block is not required. 2x4 blocking to allow edge nailing at the top of the lower level plywood panels is sufficient. Please feel free to call if there are any questions or comments Sincerely, Brian Donald Project Engineer (f BRIAN L( DONALD \1 9 No. 26175 *t CIVIL Professional A Q'J '.9p CA UPPER FLOOR SHEAR PANEL PER 5- 16d NAILS, EACH BLOCK EDGE NAIL PER LEGEND 3.5 x 11.88 SOLID 5- 16d NAILS, EACH BLOCK 30 BALLOON FRAME STUDS @ 16" LOWER FLOOR SHEAR PANEL PER LEGEND BALLOON FRAME SHEAK TRANSFER AT STAIRWELL NO SCALE SIMPSON LU ONE EACH April 19, 2004 3NO3-003D City of Carlsbad Bldg Dept 1635 Faraday Avenue Carlsbad, CA 92009 Re: Donald Residence 2410 Stromberg Circle, Carlsbad Building Permit No. CB04-204 To Whom It May Concern, The post in the garage supporting Floor Beam No. 10 at the intersection with Floor Beam No. 8 has been eliminated due to a conflict with the roll-up garage door rail system. This is possible because the Hardy Frame HF8x18 7/8 supporting Beam No. 10 is capable of carrying an additional 7,500 lbs of vertical load in addition to the lateral load and uplift loads for which it was originally designed (See attached Page 9 of ICBO Report No. PFC- 5342). The combined DL+LL reaction of Beam No. 8 and Beam No. 10 is 6,967 lbs. Please feel free to call if there are any questions or comments Sincerely, Brian Donald Project Engineer t GIVijs. BR!AN DONALD % No. 28175 * CIVIL * , Professonai ) OF CAL\ JOB RESOURCE DEVELOPMENT CORP. SHEEt NO.____________________________OF 914 North Coast Highway 101 Suite E ENCINITAS, CALIFORNIA 92024 CALCULATED BY__________________ DATE 434`11 6/ (760) 942-1106 bdonaId@rdc2000.com CHECKED BY DATE S(AI F SECOND FLOOK FLOOR BEAMS 4/19/2004 Beam Number = INPUt L= Beam Span = INPUT w = Uniform Load = INPUT Trlbuatiy Width i INPUT W =Uniform Load on Beam = Ws Trib Width P = Concentrated Mldspan Load = INPUT BEAM DESCRIPTION L w Trib Width W P NUMBER (ft) (psf) (ft) (#/ft) (#) 8 FLOOR BEAM IN GARAGE 160 550 8 8 481 3 0 0 floor 10 FLOOR BEAM IN GARAGE :17.0 3668 1 0 3668 0 0 Floor + Wall + Roof RI = R2 = (W*L)/2 + P12 Mmax = W*02)/8 + (P*L)/4 Vmax = (W'L)/2 + 012 W Amin = 1 5*v)/, Smin = ?'lmaxjFo 1mm 1 (5*W*LA4)/(384*E*(L/240)) + (P*L%3)/(48*E*(L/240)) BEAM DESCRIPTION Ri = R2 Mmax Vmax Amin Smin 1mm MInimum NUMBER : E.(# -In) (#)(In"2) (ln"3) fl•)•• Beam Size $ FLOOR BEAM IN GARAGE 38SO.01 1848000 33688 17.4 637 443.5:3 5xli 88 PL 10 FLOOR BEAM IN GARAGE _3W.9; 1590150 17S11 142 548 405 5 3 5x11 88 PL Combined Load Reacon Beam No 8 & 10 69679 No 1 0 IndIcates No 1 Douglas Fir 55 DF Indicates Select Structural Douglas Fir PL Indicates PARALAM LSL Indicates LAMINATED STRAND LUMBER (1 SE) CL Indicates 241W4 GLU LAM S Indicates A36 Structural Steel Page 9of40 U PFC-5342 Table 1.1: Hardy Frame ® Panels - 'W" Series on FOUNDATIONS I Values for R = 5.5 Values for R = 4.4 Allowable2 Allowable Net HD Bolt In-Plane Drift at Uplift at In-Plane Drift at Uplift at Screw WMe*a Model Height Diameter Shear V V V Shear V V V Qty Number H (in) (in) (Ibs) (in) (Ibs) j (Ibs) (in) (Ibs) at Top P (Ibs) 12" Wide Panels HF78x12 7/8 78" 7/8 1,560 0.194 12,252 1,950 0.242 15,315 7 4,000 HF8x12 7/8 92-1/4" 7/8 1,318 0.258 11,866 1,648 0.323 14,832 6 4,000 HF9x127/8 104-1/4" 7/8 1,169 0.329 11,888 1,461 0.411 14,859 5 2,000 HF10x127/8 116-1/4" 7/8 1,050 0.408 11,904 1,312 0.510 14,880 5 1,000 18" Wide Panels HF78x187/8 78" 7/8 2,280 0.111 10,944 2,850 0.139 13,680 10 7,500 HF78x18 1-1/8 78" 1-1/8 3,600 0.175 17,280 4,500 0.219 21,600 15 7,500 HF8x18 7/8 92-1/4" 7/8 1,928 0.155 10,945 2,410 0.194 13,681 8 'I74500 HF8x18 1-1/8 92-1/4" 1-1/8 3,040 0.245 17,258 3,800 0.306 21,572 13 7,500 HF9x18 7/8 104-1/4" 7/8 1,706 0.198 10,942 2,132 0.248 13,678 7 7,264 HF9x18 1-1/8 104-1/4" 1-1/8 2,692 0.314 17,270 3,365 0.392 21,588 1 11 7,264 HF10x18 7/8 116-1/4" 7/8 1,530 0.246 10,943 1,912 0.307 13,678 7 6,530 HF10x18 1-1/8 116-1/4" 1-1/8 2,414 0.388 17,267 3,017 0.485 21,583 10 6,530 HF11x18 7/8 128-1/4" 7/8 1.386 0.299 10,942 1,733 0.374 13,677 6 5,000 HF11x18 1-1/8 128-1/4" 1-1/8 2,188 0.473 17,268 2,735 0.591 21,585 9 5,000 HF12x187/8 140-1/4" 7/8 1,267 0.359 10,937 11584 0.449 13,671 6 4,000 HF12x18 1-1/8 140-1/4" 1-1/8 2,006 0.568 17,310 2,507 0.710 21,637 9 4,000 HF13x18 7/8 152-1/4" 7/8 1,168 0.422 10,943 1,460 0.528 13,679 5 4,000 HF13x18 1-1/8 152-1/4" 1-1/8 1,843 0.666 17,269 2,304 0.833 21,587 8 4,000 24" Wide Panels HF78x24 7/8 78" 7/8 3,224 0.062 11,302 4,030 0.078 14,128 14 10,000 HF78x24 1-1/8 78" 1-1/8 5,326 0.103 18,672 6,658 0.129 23,340 22 5,000 HF8x24 7/8 92-1/4" 7/8 2,728 0.081 11,310 3,410 0.101 14,138 12 10,000 HF8x24 1-1/8 92-1/4" 1-1/8 4,504 0.133 18,674 5,630 0.166 23,342 19 5,000 HF9x247/8 104-1/4" 7/8 2,412 0.103 11,301 3,015 0.129 14,126 10 10,000 HF9x24 1-1/8 104-1/4" 1-1/8 3,986 0.170 18,674 4,982 0.212 23,343 17 5,000 HF10x247/8 116-1/4" 7/8 2,162 0.128 11,298 2,703 0.160 14,122 9 7,500 HF10x24 1-1/8 116-1/4" 1-1/8 3,574 0.211 18,671 4,467 0.264 23,339 15 4,000 HF11x247/8 128-1/4" 7/8 1,960 0.155 11,298 2,450 0.194 14,122 8 6,000 HF11x24 1-1/8 128-1/4" 1-1/8 3,240 0.257 18,676 4,050 0.321 23,344 14 3,000 HF12x24 7/8 140-1/4" 7/8 1,792 0.186 11,296 2,240 0.233 14,120 8 6,000 HF12x24 1-1/8 140-1/4" 1-1/8 2,960 0.307 18,658 3,700 0.384 23,322 12 3,000 HF13x247/8 152-1/4" 7/8 1,651 0.219 11,299 2,064 0.274 14,123 7 5,000 HF13x24 1-1/8 152-1/4" 1-1/8 2,729 0.362 18,672 3.411 0.453 23,340 12 1,000 For SI: 1 inch = 25.4 mm, I lbf = 4.45 N Notes: 1) Installation on Foundations includes concrete, masonry, or double nut & washer. Loads shown are Allowable Stress Design loads per UBC, include a stress increase of 1.33 and are restricted to designs based on the alternate basic load combinations specified in UBC Section 1612.3.2 and IBC Section 1605.3.2. To use the basic load combination in Section 1612.3.1 of the UBC or Section 1605.3.1 of the lBC, divide the allowable shear values and corresponding drift by 1.33. For allowable loads per the IBC, Section 2.7.3 of this report applies. The 1/4-inch diameter by 3-inch long wood screws must have a minimum allowable design value of 311 lbs. (excluding the allowable 1.33 stress increase) based on metal (No. 12 gage) to wood (specific gravity of 0.50 or greater) connection Complying screws are Hardy Frame HFS - series, LISP WS-series (ICC ES PFC-5634) or equal. When installing a 2-by filler (wood with specific gravity of 0.5 or greater) at the top connection, the minimum screw length is 4-1/2 inches. Load P indicates maximum allowable uniformly distributed vertical load permitted on top of Panel in addition to the vertical load produced by overturning at maximum allowable shear V. DENNIS NULL INSPECTION SERVICE AWS / ICBO STRUCTURAL STEEL I WELDING INSPECTION 28480 Via Princesa Suite 611C Murrieta, CA 92563 USA Telephone 909-698-8550 Fax 909-696-0880 E-mail: dnuL146469@aoL.com INSPECTION REPORT JURISDICTION: CARLSBAD DATE: May 19, 2004 BUILDING PERMIT #: CB 040204 PLAN FILE #: PROJECT NAME: DONALD RESIDENCE REMODEL PROJECT ADDRESS: 2410 STOMBERG CIRCLE GENERAL CONTRACTOR:GILHOLM SUB CONTRACTOR: ARCHITECT: ENGINEER: BRIAN DONALD TYPE OF INSPECTION: FIELD: X SHOP: WELDING: HIS BOLTS: EPDXY BOLTS: X REPORT: Observed the installation of 21, 5/8" dia. X 9", All Tread Bolts of Anchors and 4, 5/8" dia. X 9" ATB's for HTTI6 Holddowns along East, South & West existing and new base plates. All holes were clean and free of debris prior to installation with Simpson Set Epoxy and each bolt having 5" of embedment. MATERIALS: 5/8" dia All Thread Bolts Simson Set Epoxy CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with the approved plans, sp9qifications and applicable sections of the AWS, AISC, and the Uniform Building Code. INSPECTOR: L$4aa LICENSE: San Diego # 604 org: Carlsbad cc: GlihoIm EsGil Corporation In cPartners flip wit/i government for tftifding Safety DATE: March 13, 2004 JURISDICTION: Carlsbad PLAN CHECK NO.: 04-204 PROJECT ADDRESS: 2410 Stromberg Circle PROJECT NAME: Donald Addition SET: III CANT U PLAN REVIEWER U FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. II The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI The applicant's copy of the check list has been sent to: U Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted; Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Pe I REMARKS: OK to issue withphireplacing sheets A2 & S3 in set II with the new sheets A2 & S3 marked set lii. R1eived one set only. By: Bryan Zuppiger Enclosures: Esgil Corporation El GA [:1 MB DEJ 0 P 03/09/04 tmsmtLdot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partners/lip wit/i government for (Bui&ing Safety DATE: March 1, 2004 JURISDICTION: Carlsbad PLAN CHECK NO.: 04-204 PROJECT ADDRESS: 2410 Stromberg Circle PROJECT NAME: Donald Addition SET: II O LICANT JURIS. O PLAN REVIEWER O FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. O The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. E The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. U The applicant's copy of the checklist has been sent to: Brian Donald 2410 Stromberg Circle Carlsbad CA 92008 R Esgil Corporation staff did not advise the applicant that the plan check has been completed. U Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Brian Donald Telephone #: 760 434 5098 Date contacted: i' I (by-T5) Fax #: Mail ----Telephone Fax In Person REMARKS: By: Bryan Zuppiger Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 02/24/04 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 04-204 March 1, 2004 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2410 Stromberg Circle DATE PLAN RECEIVED BY ESGIL CORPORATION: 02/24/04 REVIEWED BY: Bryan FOREWORD (PLEASE READ): PLAN CHECK NO.: 04-204 SET: II DATE RECHECK COMPLETED: March 1, 2004 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical. Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes UNo Carlsbad 04-204 March 1, 2004 PLANS NOTE: The items listed below refer to the item numbers from previous list. These remaining items have not been adequately addressed. The notes in bold at the end of or contained within each item are to emphasize the remaining problem. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, and (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Code). This applies to all subsequent submittals. Only the effected sheets need be submitted I will insert them into the plans. Final plans, specifications and calculations for designs deviating from conventional wood frame construction shall be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Specify expiration date of license. (California Business and Professions Code). This applies to all subsequent submittals. Only the effected sheets need be submitted I will insert them into the plans. 7. When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, show locations of permanently wired smoke detectors with battery backup in the new and existing construction or provide a note on the plans to this effect, except that smoke detectors added at existing construction need only be battery powered. Section 310.9.1.2: Inside each bedroom. Centrally located in corridor or area giving access to sleeping rooms. On each story. In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 310.9.1. Carlsbad 04-204 March 1, 2004 21. In addition to the diaphragms shown on the plans, specify nail size and spacing for the floor sheathing and rear & west garage horizontal shear transfer diaphragm. Specify plywood and/or particle board thickness, grade and panel span rating. Table 23-11-E-1. The horizontal shear transfer diaphragm thickness and nailing differ from sections to note on S2. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact BryanZuppiger at Esgil Corporation. Thank you. EsGil Corporation In tPartnersUp with government for Bui&fing Safety DATE: January 23, 2004 JURISDICTION: Carlsbad PLAN CHECK NO.: 04-204 PROJECT ADDRESS: 2410 Stromberg Circle PROJECT NAME: Donald Addition SET:I 13 NT PLAN REVIEWER 0 FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. U The check list transmitted herewith is for your information. The-plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I The applicant's copy of the check list has been sent to: Brian Donald 2410 Stromberg Circle Carlsbad CA 92008 LI Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Brian Donald i-i) Telephone #: 760 434 5098 Date contacted: i /7.c,(O1(by: - ) Fax #: Mail frrelephoneV Fax In Person 0 REMARKS: By: Bryan Zuppiger Enclosures: Esgil Corporation 0 GA 0 MB D EJ 0 PC 01/21/04 tmsmti.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 04-204 January 23, 2004 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 04-204 JURISDICTION: Carlsbad PROJECT ADDRESS: 2410 Stromberg Circle FLOOR AREA: See Below Dwelling Addition(s) 607' REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: January 23, 2004 FOREWORD (PLEASE READ): STORIES: 2 HEIGHT: 22' at east elev. page A3. DATE PLANS RECEIVED BY ESGIL CORPORATION: 01/21/04 PLAN REVIEWER: Bryan Zuppiger This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and, state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with the 2001 edition of the California Building Code. (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The foll9wing items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 04-204 January 23, 2004 PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, and (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Code). 3. Final plans, specifications and calculations shall be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Specify expiration date of license. (California Business and Professions Code). 4. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC. 5. Specify on the Title Sheet of the plans the gross floor area of the dwelling additions, the values differ from the site plan to the project summary. Section 106.3.3. . GENERAL RESIDENTIAL REQUIREMENTS 6. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position. See deck. Walls enclosing stairway landings or within 5 feet of the bottom and top of stairways where the bottom edge of the glass is less than 60 inches above a walking surface. Carlsbad 04-204 January 23, 2004 . FIRE PROTECTION 7. When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, show locations of permanently wired smoke detectors with battery backup in the new and existing construction or provide a note on the plans to this effect, except that smoke detectors added at existing construction need only be battery powered. Section 310.9.1.2: Inside each bedroom. Centrally located in corridor or area giving access to sleeping rooms. On each story. In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 310.9.1. EXITS, STAIRWAYS, AND RAILINGS 8. Provide guardrail details that are referenced to the floor plan. Section 509.1: Shall be installed at floor openings, open stairs and roof decks. Shall have a height of 36". Shall have connection details adequate to resist the horizontal force prescribed in Table 16-B. Openings between railings shall be less than 4". ROOFING 9. Specify on the plans the following information for the sloped roof and deck materials, per Section 106.3.3: Manufacturer's name. Product name/number. ICBO approval number, or equal. 10. Balconies and decks exposed to the weather and sealed underneath shalt be sloped a minimum of 1/4 inch per foot for drainage. Section 1402.3. 11. Show roof drains and overflows if the deck slopes to the building or is blocked by the guardrail. Sections 1506.2 and 1506.3. 12. Show the required ventilation for attics. The minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents). Show area required and area provided. Section 1505.3. Carlsbad 04-204 January 23, 2004 Where eave vents are installed, insulation shall not block the free flow of air. A minimum of 1" of air space shall be provided between the insulation and the roof sheathing. To accommodate the thickness of insulation plus the required 1" clearance, member sizes may have to be increased for rafter-ceiling joists. Section 1505.3. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with mesh openings of 1/4-inch in dimension." Section 1505.3. Show access from the existing attic and/or dwelling to the new portion of the roof. . FOUNDATION REQUIREMENTS Show the holdowns at line 3 in the calculations on the plans. FRAMING When existing trusses are being modified please analyze for support at the ridge section and submit design for bearing at this point. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. The City does not defer this item. Show draglines and girder trusses on the plans. The structural consultant shall provide a letter of review for the truss plans and calculations. In addition to the diaphragms shown on the plans, specify nail size and spacing for the floor sheathing and rear & west garage horizontal shear transfer diaphragm. Specify plywood and/or particle board thickness, grade and panel span rating. Table 23-II-E-1. The length of each designed shear panel must be dimensioned on the plans. These dimensions should be shown wherever the shear panels are called out. MECHANICAL (UNIFORM MECHANICAL CODE) Every habitable room within a dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 310.11. . ELECTRICAL (NATIONAL ELECTRICAL CODE) Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. CarlSbad 04-204 January 23, 2004 Show on the plans that receptacle outlet locations will comply with NEC Art. 210-52(a). Show at least one wall switch-controlled lighting outlet to be installed in additions and the stairways. At interior stairways show 3-way switching for lighting outlets at each floor level where there are six or more steps. NEC Art. 210(a). To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bryan Zuppiger at Esgil Corporation. Thank you. Carlsbad 04-204 January 23, 2004 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 04-204 PREPARED BY: Bryan Zuppiger DATE: January 23, 2004 BUILDING ADDRESS: 2410 Stromberg Circle BUILDING OCCUPANCY: R3/U TYPE OF CONSTRUCTION: VN BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) dwelling addition 607 City Estimate 61,914 Air Conditioning Fire Sprinklers TOTAL VALUE 61,914 Jurisdiction Code Icb IY Ordinance I Bldg. Permit Fee by Ordinance Plan check Fee by Ordinance Type of Review: El Complete Review 0 Structural Only E3 Repetitive Fee 0 Other r 4l Repeats o Hourly Hour * L - Esgil Plan Review Fee Comments: I $391.26J I $254.321 I $219.11( macvalue.doc l.VILUt: Lf'I7'7 City of Carlsbad IPubl i cf'A'IT - E nginee ri ngIj BUILDING PLANCHECK CHECKLIST DATE: / 43-0q - PLANCHECK NO.: CB £31 rcls / BUILDING ADDRESS: //O kic-,Cr PROJECT DESCRIPTION: TT) ASSESSOR'S PARCEL NUMBER: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. O A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see the attached report of deficiencies marked with 0. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: By: Date: By: -Date: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: By: Date: ATTACHMENTS 0 Dedication Application 0 Dedication Checklist LI Improvement Application 0 Improvement Checklist Li Future Improvement Agreement LI Grading Permit Application LI Grading Submittal Checklist LI Right-of-Way Permit Application LI Right-of-Way Permit Submittal Checklist and Information Sheet 0 Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: TANIYA BARROWS City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2773 CFD. INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-2720 • FAX (760) 602-8562 F1BUI WING PLANCHECK CXt.ST FORM.doc 1 Rev. 1114100 -i; iqQ4 44 ,51 Lo4 i3 BUILDING PLANCHECK CHECKLIST SITE PLAN ST 3RD E1' El El 1. Provide a fully dimensioned site plan drawn to scale. Show:. North Arrow F. Right-of-Way Width & Adjacent Streets Existing & Proposed Structures G. Driveway widths Existing Street Improvements H. Existing or proposed sewer lateral Property Lines I. Existing or proposed water service Easements J. Existing or proposed irrigation service El El 2.. Show on site plan: A. Drainage Patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide 'a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. . . . El El 3. Include on title sheet: Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION F:9UILDING PLANCHECK CKLST FORMA= 2 Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE O 0 0 4a. Project does not comply with the following Engineering Conditions of approval for ProjectNo.____________________________________________ O El 0 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 0 0 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all .new buildings and for remodels with a value at or exceeding $_15.000 , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Y2" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 0 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 75.000 , pursuant to Carlsbad Municipal Code Section 18.40.040. oK Y-A' (p Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the F8UI WING PLANc*IEcK CKLST FORM ADC 3 Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: El El El 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $310 so so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: El El 0 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: El 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. El 0 0 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). IJ 0 El 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE:• The Grading Permit must be issued and rough grading approval obtained Prior to issuance of a Building Permit. Grading Inspector sign off by: Date: El 0 El 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) F8UILDING PLANcHECK CK.ST FORM.dac 4 Rev. 7114100 BUILDING PLANCHECK CHECKLIST T/ ND 3R0 El El 7d .No Grading Permit required. 0 0 0 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 0 0 El 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: El El El 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: El El El 10. NPDES PERMIT Complies with the City's requirements of the" National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. El 11. 0 I3pq6Ired fees are attached l34Jo fees required WATER METER REVIEW 0 0 0 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized,.for the life of the meter, the City will not accurately bill the owner for the water used. . All single family dwelling units received "standard" 1" service with 5/8" service. F:BUILDlNG PLANCHEcIC CKLST FORM.doc 5 Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD If owner/developer proposes a size other than the "standard" then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. Maximum service and meter size is a 2" service with a 2" meter. If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). 0 El 0 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines.: If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: .L_J ,-... STA 1+00 Install 2" service and ' '—' 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter.will be installed via another instrument such as the building plans or grading plans (wl a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with noHOA). As long as the project is located within the City recycled water FBUILDING PLANCHEcKCKLST FORMA= 6 Rev. 7114100 1ST 2ND 3RD BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters to a new recycledwater line in the future. 0 0 0 1.2c. Irrigation Use (where recycled water is available) Recycled water meters are sized the same as the irrigation meter above. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the - improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 0 0 0 13. Additional Comments: F:BUILDNG PLANCHECK CK.ST FORMA= 7 Rev. 7114100 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan ChecINo. GB Q14 r20 (f Address _ c-/0 74*1% Cb'ft Planner LLf ,%7 Phone (760) 602- APN: Type of Project & Use: / Pi1AM.4iet Project Density:DU/AC Zoning: General Plan:____ Facilities Management Zone: CFD (in/out) #_Date of participation: Remaining net dev acres:______ . (For non-residential development: Type of land used created by this Circle One permit: ) Legend: Z Item Complete 0 Item Incomplete - Needs your action Environmental Review Required: YES NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: DiscreEonary ActionRequired YES ___ NO TYPE APPROVALJBESO. NO. . DATE_____ PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site-located in Coastal Zone? YES____ CA Coastal Commission Authority? YES.,. If California Coastal Commission Authityto San Diego CA 92108-4402; (61-?7-2370 them at - 7575 Metropolitan Drive, Suite 103, Determine status (CoastaL9tThit Required or Exempt): Coastal Permit nation Form already completed? YES - NO____ If NO, completj26astal Permit Determination Form now. Coastal P it Determination Log #: 7Wow-Up Actions: ) Stamp Building Plans as "Exempr' or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as need td/ (Effective date of Inclusionary Aousi—ng Ordinance - M2 -21, 1993.) - 0 Inclusionary Housing Fee required: YES N Data Entry Completed? YES ____ NO (A/P/Os, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: H:ADMlN\COUNTER\BldgPlnchkRevChkIst Rev 9/01 1 . Provide a fully dimensional site plan drawn to scale. Show:. North arrow, property lines, easements, existing and proposed structures, streets, existing Street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). U.. 2. Provide legal description of property and assessor's parcel number. Policy 44— Neighborhood Architectural Design Guidelines Applicability: YES NO________ Project complies YES NOJI'\... Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Required Shown £20 Required ..8' Shown Required J) t Shown ___ Required \ Shown ______ Required Accessory structure Front: Required Shown Interior Side Required Shown Required Shown Required Shown re separation: Required Shown Lot Coverage: Required Shown Height: Required Shown Parking Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown' - Additional Comments OK-TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 7DATE /--o/ H:ADMIN\COUNTER\BIdgPInchkRevChkIst Rev 9101 Resource Development Corporation, CIVIL ENGINEERING SURVEYING PLANNING July 8, 2004 JNO3-003D City of Carlsbad Bldg Dept 1635 Faraday Avenue Carlsbad, CA 92009 Re: Donald Residence 2410 Stromberg Circle, Carlsbad Building Permit No. CB04-204 To Whom It May Concern, APP OVED 2004 BY City of CARLSBAD BUILDING DEPT. There are several minor revisions to the approved plans for the above referenced project that were appropriately noted by the building inspector. These revisions are described ,4esponded to as follows: Plan Sheet S3 - Stair Framing Details: See Addendum Letter dated 5/28/04 Plan Sheet Si = Balloon Frame Shear Transfer Detail: See Addendum Letter dated 5/28/04 Plan Sheet S2 - Foundation and Floor Framing - Post Adjacent to Easterly Hardie Panel in Garage Eliminated: See Addendum Letter dated 4/19/04 Plan Sheet S2 & S3 - Horizontal Plywood Diaphragm on underside of garage ceiling reduced: See Addendum Letter dated 7/6/04 Plan Sheet Si - Shear Transfer at West & North Garage Wall - Rafters at 24" o.c.: See Addendum Letter dated 7/6/04 Plan Sheet S2— Shear Panel on westerly lower floor garage floor: The Shear Panel nailing is called out on the plans as number 2 type plywood shear panel which requires 2" edge nailing and 3x4 framing per the legend on Sheet Si. This callout was an error in the plans. The original Sheet 19 of the approved design calculations shows that for Wall Line C - West Garage Wall, the linear load on the shear wall is 172.6 #/ft and that the Shear Panel is Type 1. We have attached a copy of the orginal calcs to this letter, highlighting the correct wall load and shear wall type. Plan Sheet S2— 4x4 Posts called out to support Beam No. 3, a 4x12 header supporting the southerly end of the deck joists: The posts were not constructed as shown due to the minimum width of opening available for the sliding door in that wall. The plans on Sheet A2 call for a six foot wide door that was reduced to a 5'-6" door which still did not allow for 4x4 posts to be constructed. The original calculations on Sheet 4 show that the header reaction for a six foot opening is 1012.5 feet. The bearing stresses for end 914 N. COAST HIGHWAY 101 SUITE E • ENCINITAS, CA 92024 • TEL (760) 942-1106 • FAX (760) 942-1146 - I - July 8, 2004 JNO3-003D Page 2 of 2 I.-- grain on a single 2x4 trimmer and for side grain on the header were calculated at 192 psi. The corresponding allowable bearing stresses per the 1997'IJBC are 625 and 1350 psi (Compression Perpendicular and Parallel to Grain). Copies Sheet 4 of the original design caics and Table 4A (Allowable Stresses) areattached. 8) The post supporting Beam No. 10 adjacent o the westerly Hardy Panel in * the garage does not require any kind of attachment to the Hardy Panel. 'The post supports vertical loads. The Hardie Panel Supports lateral loads and these loads are independent from each other; The required attachment of Beam No. 10 to the Hardy Panel is accomplished with screws through the top of the panel into the bdttôm of the beam as called out on the plans. All of the above descnbed revisions were made to the'original plans, clouded out and referenced as Revision 'No. 2. The revisions were brought to the attention of the design,. Engineer by the Contractor as they were encountered during construction and were approved by me before 'they were constructed. The Foundation and Framing have been constructed as shown on the revised plans and are in compliance with the requirements of the 1997 UBC Please feel free to call if there are any questions or comments Sincerely,, CIV/t BRIAN Brian Donald • • CIVIL • " I Project Engineer CP Profess *1 ionai. CA • • • • • • • I • • / S City of Carlsbad I TfH1'Ii.Dk.1.1-.g..jI.lU CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit The City will not issue any building permit without a completed school fee form Project Name: Building Permit Plan Check Number: c-{ -{ Project Address: 2.'(LO S4ro1Moe.. C? A.P.N.: . 23.D i-( Project Applicant (Owner Name): Project Description: %'..c..s t$4 iL cA '.. Building Type: Residential: . Number of New Dwelling Units Square Feet of Living Area in New Dwelling . Second Dwelling Unit: Square Feet of Living Area in SDU Residential Additions: Net Square Feet New Area e) t22 4 , 247 Commercial/Industrial: Square Feet Floor Area City Certification of Applicant Information: . Date: SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad San Marcos Unified School District '6 Camino Real 215 Mata Way Carlsbad CA 92009 (331-5 San Marcos, CA 92069 (736-2200) `Eneinitas.I1ui School District 0 San Dieguito Union High School District 11 South Rancho Santa Fe Rd 710 Encinitas Blvd. Encinitas, CA 92024 (9444300) Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners. The person executing this declaration (Ownèr") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and. pay the, additional fee if Owner requests, an. increase in the number of dwelling. unit,s.,qr square. footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the OwnerS he owner/developer o he above described project(s), or that the person executing this declaration is authorized t gn on ha l Owner. Signature: . Date: 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-2700 Revised 4/2fllflfl Building Counter • (760) 602-2719 • FAX (760) 602-8558 . . a I SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) . THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: . The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facil!ties. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school. mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL' TITLE CAYLEN FREEMAPI• DEPUIY SUPERINTENDENT NAME OF SCHOOL DISTRICT CARLSBAD UNIFiED SCHOOL DiSTRICT DATE cARLsaAlcA92ooa PHONE NUMBER 7g 33\ 5\3 Revised 4120() 311' LG BUILDING PLANNING ENGINEERING FIRE APPR/FORM HEALTH DEPT HAZ MAT/AIR QUAL OTHER SEWER DISTR BLDG GRADING LETTER TO FROM APPLICANT APPLICANT PLAN COAR ENGCORR SCHOOL FORM CFD FORM P E & M WORKSHEET BLDG FEES COMPLETE CB040204 2410 STROMBERG CR CBAD DONALD RESIDENCE 607 SF 2ND STORY ADDITION RESDNITL RAD Lot#: DONALD BRIAN&METSKER MINDY (/%4(GrC.( / _231d! c17K cc frk. ;31 1 cm - CA00 (Y~q 5 .3 "4 --Z, 2tOL6k OLi.t c I b (4 cJ1 !Y l(o loq p N